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3060 Nubbin Ridge Ln
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3060 Nubbin Ridge Ln
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Last modified
2/24/2025 2:20:14 PM
Creation date
2/19/2025 8:51:15 AM
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Building Plans
Street #
3060
Location
Nubbin Ridge Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
130
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CV <br />F_ <br />chin <br />1'-21" <br />4 <br />T.O.P.------� <br />HDR HGT. <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />2nd FIN. FLR. <br />T.O.M. <br />12 <br />5� <br />12 <br />8'-0" RIDGE VENT <br />---------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />\_ <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />25 SH (NP.) 25 SH <br />12' RIDGE VENT <br />CJ <br />12 <br />�5 <br />CJ <br />25 SH <br />FLASHING <br />12 <br />�5 <br />12 <br />Q5 <br />FLASHING <br />------------------ <br />- EXTENDED <br />OVERHANG TO BE <br />CENTERED ON <br />DOOR <br />25 SH <br />------------------------- <br />------------------- <br />AI 1"f 11"1/�r \ Ir.IT <br />4'-0" OFFRIDGE VENT <br />— SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS <br />--------T.O.P. <br />EXTERIOR �1a0 <br />PLASTER ON Co <br />FRAME <br />2ndFIN. <br />---------- <br />1'-0" <br />SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS <br />12 <br />�5 <br />T.O.M. <br />FIN FLR <br />a <br />-------------- --- <br />-------------------------------------- ----- <br />CJ / WEEP <br />— —L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />K111411 <br />REAR ELEVATION - Al <br />SCALE: 1/4"=V-0" <br />RIGHT ELEVATION - Al <br />11 =1 r-011 <br />General Notes <br />ROOF CRITERIA: <br />• 12" OVERHANG U.N.O. <br />• PLUMB CUT FASCIA ROOF <br />• PITCH PER ELEVATION <br />**G.C. VERIFY ROOF PITCH** <br />ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE <br />CONTRACTORS RESPONSIBILITY TO VERIFY <br />ROOF SLOPE REQUIREMENTS WITH TRUSS <br />MANUFACTURER. <br />**ELECTRICAL SPECIFICATION NOTES** <br />ELECTRICAL CONTRACTOR MUST VERIFY WITH <br />THE SPECIFICATIONS FOR THE TYPE OF FIXTURE <br />TO BE USED. LIGHT FIXTURES SHOWN ARE FOR <br />LOCATION PURPOSES. <br />Exterior Covering <br />R703.7 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />926 and ASTM C 1063. <br />R703.7.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.7.2 Plaster. <br />Plastering w/ portland cement plaster shall be not less than three <br />coats when applied over metal lath or wire lath and shall be not <br />less than two eats when applied over masonry, concrete. <br />R703.7.3 Water -Resistive Barriers. <br />Water -resistive barriers shall be installed where cement plaster <br />(stucco) is to be applied over wood -based sheathing, shall include <br />a water -resistive vapor -permeable barrier. The individual layers <br />shall be installed independently such that each layer provides a <br />separate continuous plane and any flashing intended to drain to <br />the water -resistive barrier is directed between the layers. The <br />barriers shall consist of one of the following. <br />1. Two layers of an approved water resistant barrier material in <br />accordance with R703.2. <br />2. One layer of an approved water -resistive barrier (paper <br />backed stucco lath) over an approved synthetic house wrap. <br />R703.4 Flashing. <br />Approved corrosion -resistant flashing shall be applied <br />shingle -fashion in a manner to prevent entry of water into the wall <br />cavity or penetration of water to the building structural framing <br />components. Flashing shall be installed at the following locations. <br />• Exterior window/door openings. <br />• Intersection of chimneys or other masonry constructions with <br />frame walls. <br />• Under and at the ends of masonry, wood or metal copings <br />and sills. <br />• Continuously above all projecting wood trim. <br />• Where exterior porches, decks or stairs attach to a wall or <br />floor assembly of wood -frame construction. <br />• At wall and roof intersections <br />• At Built-in gutters. <br />Coastal Flashings <br />All flashing material for coastal locations (ex: within 3,000 feet of the <br />ocean) shall be corrosion resistant material (ex: Zinc and/or stainless <br />steel) and shall be selected for compatibility with adjacent wood <br />preservatives per the manufacturer's recommendations. <br />�D <br />a <br />0 <br />0����t <br />wN <br />Q' ! NS E '•�, <br />`��•V� 6N cov <br />• <br />��•' <br />S� Q.4 <br />F1.0: <br />*/Z '?OFESS\O'0'P <br />`, <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />apppOo <br />eeJ� t�apD <br />o, �i _J <br />0 <br />LoJL <br />co N N N � LL <br />B M � <br />� <br />LL LL O. <br />L <br />aa� <br />Z <br />vCDa, 0 z o <br />W <br />c; 08 <br />8 Xco o <br />o � <br />W <br />Z <br />LL <br />a <br />co Earn J p o <br />a�NO <br />a <br />a�0- <br />NarnZ V f- J <br />Z <br />V ❑❑❑ <br />W <br />(D <br />Z N <br />Z � i <br />Z p a <br />Q CD <br />d N <br />(n /� <br />z C� <br />' n O <br />QX <br />V_ LL <br />y <br />LL, CL <br />O <br />V) <br />♦- <br />W-a) <br />N <br />� <br />'.'25 <br />U oo — C <br />O <br />as <br />O <br />? <br />W <br />Z <br />M <br />U_ <br />z0S <br />n E <br />a <br />�n <br />oa <br />~ <br />o <br />UoU <br />Z <br />g rU <br />gXz <br />gzgz <br />rks <br />N !_ <br />mi <br />F O <br />Z z <br />J <br />< ^ <br />z <br />3 <br />8 <br />U <br />az <br />W <br />�LL <br />� <br />Will <br />2 7 <br />�i.. <br />L <br />ui <br />c� <br />Z <br />�. <br />N <br />1� <br />W <br />Q <br />C <br />o <br />O <br />m <br />Z <br />� <br />MCI <br />m <br />d' <br />Z o <br />7— <br />N <br />= <br />CID <br />N <br />LO <br />T— <br />CD <br />N <br />O <br />`,) M <br />z <br />cc <br />z <br />E O <br />d <br />C <br />a <br />U � <br />Q p <br />.J <br />JOB <br />NO: <br />20-1787 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />
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